Laserfiche WebLink
Test# 2 — Lower Footing Line (Near Mid-point) <br /> DCP Depth Per Blow Avq. / N-Value Estimated Load <br /> 290 MM (11.4") 20.0 MM / N — 19 Exceeds 4000 PSF <br /> Based on our observations and tests, we would anticipate acceptable soils for construction, meeting <br /> or exceeding an assumed minimum bearing capacity of 2000 PSF. Our observations and <br /> subsequent soil evaluation on this date is limited in scope to soil conditions observed within the <br /> completed excavation, and to the depths achieved by shallow probes and dynamic cone <br /> penetrometer tests. <br /> Sincerely, <br /> Itco Allied Engineering Company Reviewed By: <br /> . �� ��� �_�- <br /> Gary Standish Gordon J. Kopacek, P.E. <br /> Senior Inspector Minnesota Reg. # 7254 <br /> CC: City of Orono Building Inspections <br /> #701 - 1 / #605— 1 3/4/#610 — '/4 / #304 (2) DCP / #612 —47.5 <br />